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Hysteretic behavior modeling of elastoplastic materials / Modeliranje histerezisnog ponašanja elastoplastičnih materijala
(Srpsko društvo za mehaniku, Beograd, 2008)
In the present paper the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. Rate of loading and viscous effects will not be considered. The problem of axial loading of rectangular ...
Three-dimensional beam theory: Space structures / Tehnička teorija prostornog štapa - prostorni sistemi
(Savez građevinskih inženjera Srbije, Beograd, 2010)
Three-dimensional beam theory based on Bernouli-Euler and Timosenko assumptions is presented in this paper. The statically and kinematicaly integral equations of the finite beam element are developed in chapter 2 and 3.The ...
Geometry of twisted surfaces applied on horizontal communications in architecture / Geometrija spiralnih površi primenjena na horizontalne komunikacije u arhitekturi
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
Contemporary technologies and materials continuously challenge structural designers, as well as architects, to achieve unique applications of various geometric surfaces. Twisted structures are actual and numerous in building ...
Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection
(Hindawi Limited, 2018)
The paper presents the nonlinear section analysis for composite steel-concrete beams with different degrees of shear connection. The analysis is fiber based, i.c., integration over the cross section is performed numerically, ...
Design of circular composite CFT columns according to Eurocode 4 / Analiza nosivosti kružnih CFT stubova prema Evrokodu 4
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
This paper presents a simplified method for calculation of bearing capacity of composite columns according to the European standard for the calculation of composite steel and concrete structures - Eurocode 4. Resistance ...
Discrete Kirchof theory of thin shells based on triangular finite element, II / Diskretna Kirchofljeva teorija tankih elastičnih ljuski izvedena iz trougaonog konačnog elementa, II
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2002)
Assuming convected coordinate frame, a three node triangular shell element which uses a discrete Kirchof bending formulation is presented. The tangential components and transverse displacement are approximated by complete ...
Influence of patch load length on strengthening effect in steel plate girders
(Journal of Constructional Steel Research, 2022)
The present paper aims to numerically investigate the influence of patch load length related to various geometric parameters on the patch loading resistance of steel plate girders. Geometric parameters such as the web ...
Influence of slab deflection on the out-of-plane capacity of unreinforced masonry partition walls
(Engineering Structures, 2023)
Severe damage of non-structural elements is noticed in previous earthquakes, causing high economic losses and posing a life threat for the people. Masonry partition walls are one of the most commonly used non-structural ...
Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake
(Bulletin of Earthquake Engineering, 2022)
This paper documents performance of cast-in-place reinforced concrete (RC) buildings in the Durrës municipality during Albania earthquake of November 26, 2019 (MW 6.4). Both mid- and high-rise RC buildings were affected ...
Analysis of composite steel and concrete columns / Proračun spregnutih stubova od čelika i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
The paper deals with the design of composite steelconcrete columns according to Eurocode 4. The simplified design method and limitations for its use are explained in details. A column is analysed as an individual member, ...